{"lab":{"_id":"69ad52a3de79e566650fb963","accr_number":"AB 1770","country":"PL","accr_body":"PCA","address":"INSTYTUT MORSKI, ul. Morska 81-87, 81-225 Gdynia, LABORATORIUM GEOTECHNICZNE, ZAKŁADU GEOTECHNIKI MORSKIEJ, ul. Roberta de Plelo 20","categories":["environment","water","materials","construction"],"city":"Gdynia","imported_at":"2026-03-08T10:42:43.265Z","methods_count":34,"name":"UNIWERSYTET MORSKI W GDYNI","parse_status":"parsed","parse_version":3,"pdf_files":["AB_1770.pdf"],"scope_summary":"","search_text":"uniwersytet morski w gdyni instytut morski, ul. morska 81-87, 81-225 gdynia, laboratorium geotechniczne, zakładu geotechniki morskiej, ul. roberta de plelo 20 other water materials construction food environment","status":"active","updated_at":"2026-03-08T14:50:53.990Z","valid_from":"","valid_until":"","website":"","parsed_at":"2026-03-08T14:50:53.990Z","location":{"type":"Point","coordinates":[18.5305,54.5189]},"email_confidence":"high","email_mx":true,"email_source":"https://bip.pca.gov.pl/wykazy-i-archiwa/akredytacje-aktywne/laboratoria-badawcze/AB%201770,podmiot.html","fields_of_testing":[{"codes":"J/5, J/31, J/32","pl":"Badania mechaniczne materiałów i obiektów budowlanych, gleb, gruntów, skał, osadów morskich","en":"Mechanical tests of building materials and items, soil, ground, rocks, marine sediments"},{"codes":"N/5, N/31, N/32","pl":"Badania właściwości fizycznych wyrobów, materiałów, obiektów budowlanych, gleb, gruntów, skał, osadów morskich","en":"Tests of physical properties of building products, materials and items, soil, ground, rocks, marine sediments"}],"issue":{"no":"9","date":"07.10.2025"},"parse_date":"2026-07-20T07:09:29.068Z","parse_source":"script-pdfplumber","map_coord":[54.526437,18.511657],"map_geo":"nominatim-street","has_en":true,"category_counts":{"environment":34,"water":10,"materials":8,"construction":6},"category_scores":{"environment":19.93,"water":1.72,"materials":1.1,"construction":0.62},"has_zh":true},"methods":[{"_id":"6a5dc9a9f1c10c8ce8259e4d","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Opis gruntu","methodology_en":"Soil description","parameters":[{"name":"Soil description"}],"parameters_en":[{"name":"Soil description"}],"technique":"Metoda oceny wzrokowej i makroskopowej","techniques":["Metoda oceny wzrokowej i makroskopowej"],"technique_en":"Visual and macroscopic assessment method","computed":[],"computed_en":[],"activity":"Opis gruntu\nSoil description\nMetoda oceny wzrokowej i makroskopowej","reference":"PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05","norm_bases":["PN-EN ISO 14688-1:2018-05","PN-EN ISO 14688-2:2018-05"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Opis gruntu\nSoil description\nMetoda oceny wzrokowej i makroskopowej PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05 Grunty, Soil Opis gruntu\nSoil description\nMetoda oceny wzrokowej i makroskopowej PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05","categories":["environment"],"row_index":0,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Soil description Visual and macroscopic assessment method Soil description PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05","search_zh":"土体 土的描述 PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05","test_object_zh":"土体","methodology_zh":"土的描述"},{"_id":"6a5dc9a9f1c10c8ce8259e4e","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, osady morskie, materiały budowlane, Soil, marine sediments, construction materials","test_object_en":"Soil, marine sediments, construction materials","methodology":"Wilgotność naturalna","methodology_en":"Natural moisture content","parameters":[{"name":"Water content"}],"parameters_en":[{"name":"Water content"}],"technique":"Metoda suszarkowa","techniques":["Metoda suszarkowa"],"technique_en":"Oven-drying method","computed":[],"computed_en":[],"activity":"Wilgotność naturalna\nWater content\nMetoda suszarkowa","reference":"PN-EN ISO 17892-1:2015-02","norm_bases":["PN-EN ISO 17892-1:2015-02"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, osady morskie, materiały budowlane, Soil, marine sediments, construction materials Wilgotność naturalna\nWater content\nMetoda suszarkowa PN-EN ISO 17892-1:2015-02 Grunty, osady morskie, materialy budowlane, Soil, marine sediments, construction materials Wilgotnosc naturalna\nWater content\nMetoda suszarkowa PN-EN ISO 17892-1:2015-02","categories":["materials","water","construction","environment"],"row_index":1,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil, marine sediments, construction materials Natural moisture content Oven-drying method Water content PN-EN ISO 17892-1:2015-02","methodology_zh":"天然含水率","search_zh":"土体、海洋沉积物、建筑材料 Soil, marine sediments, construction materials 天然含水率 含水量 / Water content PN-EN ISO 17892-1:2015-02","parameters_zh":[{"name":"含水量 / Water content"}],"test_object_zh":"土体、海洋沉积物、建筑材料 Soil, marine sediments, construction materials"},{"_id":"6a5dc9a9f1c10c8ce8259e4f","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Granica plastyczności, Plastic limit","methodology_en":"Plastic limit, Plastic limit","parameters":[],"parameters_en":[],"technique":null,"techniques":[],"technique_en":null,"computed":[],"computed_en":[],"activity":"Granica plastyczności, Plastic limit","reference":"PN-EN ISO 17892-12:2018-08 p. 6.4","norm_bases":["PN-EN ISO 17892-12:2018-08 p. 6.4"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Granica plastyczności, Plastic limit PN-EN ISO 17892-12:2018-08 p. 6.4 Grunty, Soil Granica plastycznosci, Plastic limit PN-EN ISO 17892-12:2018-08 p. 6.4","categories":["materials","environment"],"row_index":2,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Plastic limit, Plastic limit PN-EN ISO 17892-12:2018-08 p. 6.4","search_zh":"土体 塑限 / Plastic limit PN-EN ISO 17892-12:2018-08 p. 6.4","test_object_zh":"土体","methodology_zh":"塑限 / Plastic limit"},{"_id":"6a5dc9a9f1c10c8ce8259e50","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Granica płynności","methodology_en":"Liquid limit","parameters":[{"name":"Liquid limit"}],"parameters_en":[{"name":"Liquid limit"}],"technique":"Metoda penetrometru stożkowego","techniques":["Metoda penetrometru stożkowego"],"technique_en":"Cone penetrometer method","computed":[],"computed_en":[],"activity":"Granica płynności\nLiquid limit\nMetoda penetrometru stożkowego","reference":"PN-EN ISO 17892-12:2018-08 p. 6.2","norm_bases":["PN-EN ISO 17892-12:2018-08 p. 6.2"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Granica płynności\nLiquid limit\nMetoda penetrometru stożkowego PN-EN ISO 17892-12:2018-08 p. 6.2 Grunty, Soil Granica plynnosci\nLiquid limit\nMetoda penetrometru stozkowego PN-EN ISO 17892-12:2018-08 p. 6.2","categories":["environment"],"row_index":3,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Liquid limit Cone penetrometer method Liquid limit PN-EN ISO 17892-12:2018-08 p. 6.2","search_zh":"土体 液限 锥式贯入仪法 液限 / Liquid limit PN-EN ISO 17892-12:2018-08 p. 6.2","test_object_zh":"土体","methodology_zh":"液限","technique_zh":"锥式贯入仪法","parameters_zh":[{"name":"液限 / Liquid limit"}]},{"_id":"6a5dc9a9f1c10c8ce8259e51","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Gęstość objętościowa, Bulk density","methodology_en":"Bulk density","parameters":[],"parameters_en":[],"technique":null,"techniques":[],"technique_en":null,"computed":[],"computed_en":[],"activity":"Gęstość objętościowa, Bulk density","reference":"PN-EN ISO 17892-2:2015-02 p. 5.1","norm_bases":["PN-EN ISO 17892-2:2015-02 p. 5.1"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Gęstość objętościowa, Bulk density PN-EN ISO 17892-2:2015-02 p. 5.1 Grunty, Soil Gestosc objetosciowa, Bulk density PN-EN ISO 17892-2:2015-02 p. 5.1","categories":["environment"],"row_index":4,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Bulk density PN-EN ISO 17892-2:2015-02 p. 5.1","search_zh":"土体 PN-EN ISO 17892-2:2015-02 p. 5.1","test_object_zh":"土体"},{"_id":"6a5dc9a9f1c10c8ce8259e52","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Minimalna i maksymalna gęstość objętościowa szkieletu gruntowego","methodology_en":"Minimum and maximum dry density of the soil skeleton","parameters":[],"parameters_en":[],"technique":"Metoda objętościowo-wagowa","techniques":["Metoda objętościowo-wagowa"],"technique_en":"Volumetric-gravimetric method","computed":[],"computed_en":[],"activity":"Minimalna i maksymalna gęstość objętościowa szkieletu gruntowego\nMetoda objętościowo-wagowa","reference":"PN-B-04481:1988 p. 5.2.7","norm_bases":["PN-B-04481:1988 p. 5.2.7"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Minimalna i maksymalna gęstość objętościowa szkieletu gruntowego\nMetoda objętościowo-wagowa PN-B-04481:1988 p. 5.2.7 Grunty, Soil Minimalna i maksymalna gestosc objetosciowa szkieletu gruntowego\nMetoda objetosciowo-wagowa PN-B-04481:1988 p. 5.2.7","categories":["environment"],"row_index":5,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Minimum and maximum dry density of the soil skeleton Volumetric-gravimetric method PN-B-04481:1988 p. 5.2.7","search_zh":"土体 容量-重量法 PN-B-04481:1988 p. 5.2.7","technique_zh":"容量-重量法","test_object_zh":"土体"},{"_id":"6a5dc9a9f1c10c8ce8259e53","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Gęstość właściwa","methodology_en":"Specific density","parameters":[{"name":"Particle density"}],"parameters_en":[{"name":"Particle density"}],"technique":"Metoda piknometru cieczowego","techniques":["Metoda piknometru cieczowego"],"technique_en":"Liquid pycnometer method","computed":[],"computed_en":[],"activity":"Gęstość właściwa\nParticle density\nMetoda piknometru cieczowego","reference":"PN-EN ISO 17892-3:2016-03 p. 5.1","norm_bases":["PN-EN ISO 17892-3:2016-03 p. 5.1"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Gęstość właściwa\nParticle density\nMetoda piknometru cieczowego PN-EN ISO 17892-3:2016-03 p. 5.1 Grunty, Soil Gestosc wlasciwa\nParticle density\nMetoda piknometru cieczowego PN-EN ISO 17892-3:2016-03 p. 5.1","categories":["environment"],"row_index":6,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Specific density Liquid pycnometer method Particle density PN-EN ISO 17892-3:2016-03 p. 5.1","search_zh":"土体 真密度 液体比重瓶法 颗粒密度 / Particle density PN-EN ISO 17892-3:2016-03 p. 5.1","test_object_zh":"土体","methodology_zh":"真密度","parameters_zh":[{"name":"颗粒密度 / Particle density"}],"technique_zh":"液体比重瓶法"},{"_id":"6a5dc9a9f1c10c8ce8259e54","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Gęstość właściwa","methodology_en":"Specific density","parameters":[{"name":"Particle density"}],"parameters_en":[{"name":"Particle density"}],"technique":"Metoda piknometru gazowego","techniques":["Metoda piknometru gazowego"],"technique_en":"Gas pycnometer method","computed":[],"computed_en":[],"activity":"Gęstość właściwa\nParticle density\nMetoda piknometru gazowego","reference":"PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770","norm_bases":["PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Gęstość właściwa\nParticle density\nMetoda piknometru gazowego PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770 Grunty, Soil Gestosc wlasciwa\nParticle density\nMetoda piknometru gazowego PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770","categories":["environment"],"row_index":7,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Specific density Gas pycnometer method Particle density PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770","search_zh":"土体 真密度 气体比重瓶法 颗粒密度 / Particle density PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770","test_object_zh":"土体","methodology_zh":"真密度","parameters_zh":[{"name":"颗粒密度 / Particle density"}],"technique_zh":"气体比重瓶法"},{"_id":"6a5dc9a9f1c10c8ce8259e55","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, osady morskie, Soil, marine sediments","test_object_en":"Soil, marine sediments","methodology":"Skład granulometryczny","methodology_en":"Particle size distribution","parameters":[{"name":"Zakres","range":"(0 – 63,0) mm"},{"name":"Particle size distribution"},{"name":"Range","range":"(0 – 63,0) mm"}],"parameters_en":[{"name":"Range","range":"(0 – 63,0) mm"},{"name":"Particle size distribution"},{"name":"Range","range":"(0 – 63,0) mm"}],"technique":"Metoda sitowa","techniques":["Metoda sitowa"],"technique_en":"Sieve method","computed":[],"computed_en":[],"activity":"Skład granulometryczny\nZakres:\nZakres (0 – 63,0) mm\nParticle size distribution\nRange (0 – 63,0) mm\nMetoda sitowa","reference":"PN-EN ISO 17892-4:2017-01 p. 5.2","norm_bases":["PN-EN ISO 17892-4:2017-01 p. 5.2"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, osady morskie, Soil, marine sediments Skład granulometryczny\nZakres:\nZakres (0 – 63,0) mm\nParticle size distribution\nRange (0 – 63,0) mm\nMetoda sitowa PN-EN ISO 17892-4:2017-01 p. 5.2 Grunty, osady morskie, Soil, marine sediments Sklad granulometryczny\nZakres:\nZakres (0 – 63,0) mm\nParticle size distribution\nRange (0 – 63,0) mm\nMetoda sitowa PN-EN ISO 17892-4:2017-01 p. 5.2","categories":["water","environment"],"row_index":8,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil, marine sediments Particle size distribution Sieve method Range Particle size distribution Range PN-EN ISO 17892-4:2017-01 p. 5.2","parameters_zh":[{"name":"范围","range":"(0 – 63,0) mm"},{"name":"颗粒级配 / Particle size distribution"},{"name":"范围","range":"(0 – 63,0) mm"}],"search_zh":"土体、海洋沉积物 Soil, marine sediments 粒度组成 筛析法 范围 颗粒级配 / Particle size distribution 范围 PN-EN ISO 17892-4:2017-01 p. 5.2","methodology_zh":"粒度组成","technique_zh":"筛析法","test_object_zh":"土体、海洋沉积物 Soil, marine sediments"},{"_id":"6a5dc9a9f1c10c8ce8259e56","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, osady morskie, Soil, marine sediments","test_object_en":"Soil, marine sediments","methodology":"Skład granulometryczny","methodology_en":"Particle size distribution","parameters":[{"name":"Zakres","range":"(0,000 – 0,063) mm"},{"name":"Particle size distribution"},{"name":"Range","range":"(0,000 – 0,063) mm"}],"parameters_en":[{"name":"Range","range":"(0,000 – 0,063) mm"},{"name":"Particle size distribution"},{"name":"Range","range":"(0,000 – 0,063) mm"}],"technique":"Metoda areometryczna","techniques":["Metoda areometryczna"],"technique_en":"Hydrometer method","computed":[],"computed_en":[],"activity":"Skład granulometryczny\nZakres:\nZakres (0,000 – 0,063) mm\nParticle size distribution\nRange (0,000 – 0,063) mm\nMetoda areometryczna","reference":"PN-EN ISO 17892-4:2017-01 p. 5.3","norm_bases":["PN-EN ISO 17892-4:2017-01 p. 5.3"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, osady morskie, Soil, marine sediments Skład granulometryczny\nZakres:\nZakres (0,000 – 0,063) mm\nParticle size distribution\nRange (0,000 – 0,063) mm\nMetoda areometryczna PN-EN ISO 17892-4:2017-01 p. 5.3 Grunty, osady morskie, Soil, marine sediments Sklad granulometryczny\nZakres:\nZakres (0,000 – 0,063) mm\nParticle size distribution\nRange (0,000 – 0,063) mm\nMetoda areometryczna PN-EN ISO 17892-4:2017-01 p. 5.3","categories":["water","environment"],"row_index":9,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil, marine sediments Particle size distribution Hydrometer method Range Particle size distribution Range PN-EN ISO 17892-4:2017-01 p. 5.3","parameters_zh":[{"name":"范围","range":"(0,000 – 0,063) mm"},{"name":"颗粒级配 / Particle size distribution"},{"name":"范围","range":"(0,000 – 0,063) mm"}],"search_zh":"土体、海洋沉积物 Soil, marine sediments 粒度组成 比重计法 范围 颗粒级配 / Particle size distribution 范围 PN-EN ISO 17892-4:2017-01 p. 5.3","methodology_zh":"粒度组成","technique_zh":"比重计法","test_object_zh":"土体、海洋沉积物 Soil, marine sediments"},{"_id":"6a5dc9a9f1c10c8ce8259e57","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, osady morskie, materiały budowlane, Soil, marine sediments, construction materials","test_object_en":"Soil, marine sediments, construction materials","methodology":"Cechy ściśliwości i konsolidacji gruntu","methodology_en":"Compressibility and consolidation characteristics of soil","parameters":[{"name":"Zakres","range":"(0 – 25) MPa"}],"parameters_en":[{"name":"Range","range":"(0 – 25) MPa"}],"technique":"Metoda badania edometrycznego z obciążeniem przyrostowym","techniques":["Metoda badania edometrycznego z obciążeniem przyrostowym"],"technique_en":"Oedometer test method with incremental loading","computed":[],"computed_en":[],"activity":"Cechy ściśliwości i konsolidacji gruntu\nZakres (0 – 25) MPa\nMetoda badania edometrycznego z obciążeniem przyrostowym","reference":"PN-EN ISO 17892-5:2017-06","norm_bases":["PN-EN ISO 17892-5:2017-06"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, osady morskie, materiały budowlane, Soil, marine sediments, construction materials Cechy ściśliwości i konsolidacji gruntu\nZakres (0 – 25) MPa\nMetoda badania edometrycznego z obciążeniem przyrostowym PN-EN ISO 17892-5:2017-06 Grunty, osady morskie, materialy budowlane, Soil, marine sediments, construction materials Cechy scisliwosci i konsolidacji gruntu\nZakres (0 – 25) MPa\nMetoda badania edometrycznego z obciazeniem przyrostowym PN-EN ISO 17892-5:2017-06","categories":["materials","water","construction","environment"],"row_index":10,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil, marine sediments, construction materials Compressibility and consolidation characteristics of soil Oedometer test method with incremental loading Range PN-EN ISO 17892-5:2017-06","parameters_zh":[{"name":"范围","range":"(0 – 25) MPa"}],"search_zh":"土体、海洋沉积物、建筑材料 Soil, marine sediments, construction materials 土的压缩与固结特性 范围 PN-EN ISO 17892-5:2017-06","test_object_zh":"土体、海洋沉积物、建筑材料 Soil, marine sediments, construction materials","methodology_zh":"土的压缩与固结特性"},{"_id":"6a5dc9a9f1c10c8ce8259e58","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, osady morskie, materiały budowlane, Soil, marine sediments, construction materials","test_object_en":"Soil, marine sediments, construction materials","methodology":"Cechy ściśliwości i konsolidacji gruntu","methodology_en":"Compressibility and consolidation characteristics of soil","parameters":[{"name":"Zakres","range":"(0 – 25) MPa"}],"parameters_en":[{"name":"Range","range":"(0 – 25) MPa"}],"technique":"Metoda badania ze stałą prędkością odkształcenia CRS","techniques":["Metoda badania ze stałą prędkością odkształcenia CRS"],"technique_en":"Constant rate of strain test method CRS","computed":[],"computed_en":[],"activity":"Cechy ściśliwości i konsolidacji gruntu\nZakres (0 – 25) MPa\nMetoda badania ze stałą prędkością odkształcenia CRS","reference":"ASTM D 4186/D 4186M-20","norm_bases":["ASTM D 4186/D 4186M-20"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, osady morskie, materiały budowlane, Soil, marine sediments, construction materials Cechy ściśliwości i konsolidacji gruntu\nZakres (0 – 25) MPa\nMetoda badania ze stałą prędkością odkształcenia CRS ASTM D 4186/D 4186M-20 Grunty, osady morskie, materialy budowlane, Soil, marine sediments, construction materials Cechy scisliwosci i konsolidacji gruntu\nZakres (0 – 25) MPa\nMetoda badania ze stala predkoscia odksztalcenia CRS ASTM D 4186/D 4186M-20","categories":["materials","water","construction","environment"],"row_index":11,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil, marine sediments, construction materials Compressibility and consolidation characteristics of soil Constant rate of strain test method CRS Range ASTM D 4186/D 4186M-20","parameters_zh":[{"name":"范围","range":"(0 – 25) MPa"}],"search_zh":"土体、海洋沉积物、建筑材料 Soil, marine sediments, construction materials 土的压缩与固结特性 范围 ASTM D 4186/D 4186M-20","test_object_zh":"土体、海洋沉积物、建筑材料 Soil, marine sediments, construction materials","methodology_zh":"土的压缩与固结特性"},{"_id":"6a5dc9a9f1c10c8ce8259e59","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Wytrzymałość na ścinanie","methodology_en":"Shear strength","parameters":[],"parameters_en":[],"technique":"Metoda badania trójosiowego ściskania bez konsolidacji i bez drenażu (UU)","techniques":["Metoda badania trójosiowego ściskania bez konsolidacji i bez drenażu (UU)"],"technique_en":"Unconsolidated undrained triaxial compression test method (UU)","computed":[],"computed_en":[],"activity":"Wytrzymałość na ścinanie\nMetoda badania trójosiowego ściskania bez konsolidacji i bez drenażu (UU)","reference":"PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770","norm_bases":["PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Wytrzymałość na ścinanie\nMetoda badania trójosiowego ściskania bez konsolidacji i bez drenażu (UU) PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770 Grunty, Soil Wytrzymalosc na scinanie\nMetoda badania trojosiowego sciskania bez konsolidacji i bez drenazu (UU) PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770","categories":["environment"],"row_index":12,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Shear strength Unconsolidated undrained triaxial compression test method (UU) PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770","search_zh":"土体 抗剪强度 PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770","test_object_zh":"土体","methodology_zh":"抗剪强度"},{"_id":"6a5dc9a9f1c10c8ce8259e5a","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Wytrzymałość na ścinanie","methodology_en":"Shear strength","parameters":[],"parameters_en":[],"technique":"Metoda badania trójosiowego ściskania z konsolidacją na próbkach całkowicie nasyconych wodą (CU i CD)","techniques":["Metoda badania trójosiowego ściskania z konsolidacją na próbkach całkowicie nasyconych wodą (CU i CD)"],"technique_en":"Consolidated triaxial compression test method on fully water-saturated specimens (CU and CD)","computed":[],"computed_en":[],"activity":"Wytrzymałość na ścinanie\nMetoda badania trójosiowego ściskania z konsolidacją na próbkach całkowicie nasyconych wodą (CU i CD)","reference":"PN-EN ISO 17892-9:2018-05","norm_bases":["PN-EN ISO 17892-9:2018-05"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Wytrzymałość na ścinanie\nMetoda badania trójosiowego ściskania z konsolidacją na próbkach całkowicie nasyconych wodą (CU i CD) PN-EN ISO 17892-9:2018-05 Grunty, Soil Wytrzymalosc na scinanie\nMetoda badania trojosiowego sciskania z konsolidacja na probkach calkowicie nasyconych woda (CU i CD) PN-EN ISO 17892-9:2018-05","categories":["environment"],"row_index":13,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Shear strength Consolidated triaxial compression test method on fully water-saturated specimens (CU and CD) PN-EN ISO 17892-9:2018-05","search_zh":"土体 抗剪强度 PN-EN ISO 17892-9:2018-05","test_object_zh":"土体","methodology_zh":"抗剪强度"},{"_id":"6a5dc9a9f1c10c8ce8259e5b","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Wytrzymałość na ścinanie","methodology_en":"Shear strength","parameters":[{"name":"Zakres","range":"(0 - 10) kN"}],"parameters_en":[{"name":"Range","range":"(0 - 10) kN"}],"technique":"Metoda badania w aparacie skrzynkowym","techniques":["Metoda badania w aparacie skrzynkowym"],"technique_en":"Test method in a direct shear box apparatus","computed":[],"computed_en":[],"activity":"Wytrzymałość na ścinanie\nZakres (0 - 10) kN\nMetoda badania w aparacie skrzynkowym","reference":"PN-EN ISO 17892-10:2019-01","norm_bases":["PN-EN ISO 17892-10:2019-01"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Wytrzymałość na ścinanie\nZakres (0 - 10) kN\nMetoda badania w aparacie skrzynkowym PN-EN ISO 17892-10:2019-01 Grunty, Soil Wytrzymalosc na scinanie\nZakres (0 - 10) kN\nMetoda badania w aparacie skrzynkowym PN-EN ISO 17892-10:2019-01","categories":["environment"],"row_index":14,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Shear strength Test method in a direct shear box apparatus Range PN-EN ISO 17892-10:2019-01","parameters_zh":[{"name":"范围","range":"(0 - 10) kN"}],"search_zh":"土体 抗剪强度 范围 PN-EN ISO 17892-10:2019-01","test_object_zh":"土体","methodology_zh":"抗剪强度"},{"_id":"6a5dc9a9f1c10c8ce8259e5c","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Wytrzymałość na ścinanie","methodology_en":"Shear strength","parameters":[{"name":"Zakres","range":"(0 - 1) kN"}],"parameters_en":[{"name":"Range","range":"(0 - 1) kN"}],"technique":"Metoda badania w aparacie pierścieniowym","techniques":["Metoda badania w aparacie pierścieniowym"],"technique_en":"Test method in a ring shear apparatus","computed":[],"computed_en":[],"activity":"Wytrzymałość na ścinanie\nZakres (0 - 1) kN\nMetoda badania w aparacie pierścieniowym","reference":"PN-EN ISO 17892-10:2019-01","norm_bases":["PN-EN ISO 17892-10:2019-01"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Wytrzymałość na ścinanie\nZakres (0 - 1) kN\nMetoda badania w aparacie pierścieniowym PN-EN ISO 17892-10:2019-01 Grunty, Soil Wytrzymalosc na scinanie\nZakres (0 - 1) kN\nMetoda badania w aparacie pierscieniowym PN-EN ISO 17892-10:2019-01","categories":["environment"],"row_index":15,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Shear strength Test method in a ring shear apparatus Range PN-EN ISO 17892-10:2019-01","parameters_zh":[{"name":"范围","range":"(0 - 1) kN"}],"search_zh":"土体 抗剪强度 范围 PN-EN ISO 17892-10:2019-01","test_object_zh":"土体","methodology_zh":"抗剪强度"},{"_id":"6a5dc9a9f1c10c8ce8259e5d","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Badanie w aparacie prostego ścinania","methodology_en":"Test in a simple shear apparatus","parameters":[{"name":"Zakres","range":"(0 – 5092) kPa"}],"parameters_en":[{"name":"Range","range":"(0 – 5092) kPa"}],"technique":"Metoda: monotoniczny sposób zadawania obciążenia poziomego","techniques":["Metoda: monotoniczny sposób zadawania obciążenia poziomego"],"technique_en":"Method: monotonic application of horizontal load","computed":[],"computed_en":[],"activity":"Badanie w aparacie prostego ścinania\nZakres (0 – 5092) kPa\nMetoda: monotoniczny sposób zadawania obciążenia poziomego","reference":"ASTM D 6528-24 Scope of accreditation No. AB 1770","norm_bases":["ASTM D 6528-24 Scope of accreditation No. AB 1770"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Badanie w aparacie prostego ścinania\nZakres (0 – 5092) kPa\nMetoda: monotoniczny sposób zadawania obciążenia poziomego ASTM D 6528-24 Scope of accreditation No. AB 1770 Grunty, Soil Badanie w aparacie prostego scinania\nZakres (0 – 5092) kPa\nMetoda: monotoniczny sposob zadawania obciazenia poziomego ASTM D 6528-24 Scope of accreditation No. AB 1770","categories":["environment"],"row_index":16,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Test in a simple shear apparatus Method: monotonic application of horizontal load Range ASTM D 6528-24 Scope of accreditation No. AB 1770","parameters_zh":[{"name":"范围","range":"(0 – 5092) kPa"}],"search_zh":"土体 范围 ASTM D 6528-24 Scope of accreditation No. AB 1770","test_object_zh":"土体"},{"_id":"6a5dc9a9f1c10c8ce8259e5e","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Opis gruntu","methodology_en":"Soil description","parameters":[{"name":"Soil description"}],"parameters_en":[{"name":"Soil description"}],"technique":"Metoda oceny wzrokowej i makroskopowej","techniques":["Metoda oceny wzrokowej i makroskopowej"],"technique_en":"Visual and macroscopic assessment method","computed":[],"computed_en":[],"activity":"Opis gruntu\nSoil description\nMetoda oceny wzrokowej i makroskopowej","reference":"PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05","norm_bases":["PN-EN ISO 14688-1:2018-05","PN-EN ISO 14688-2:2018-05"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Opis gruntu\nSoil description\nMetoda oceny wzrokowej i makroskopowej PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05 Grunty, Soil Opis gruntu\nSoil description\nMetoda oceny wzrokowej i makroskopowej PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05","categories":["environment"],"row_index":17,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Soil description Visual and macroscopic assessment method Soil description PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05","search_zh":"土体 土的描述 PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05","test_object_zh":"土体","methodology_zh":"土的描述"},{"_id":"6a5dc9a9f1c10c8ce8259e5f","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, osady morskie, materiały budowlane, Soil, marine sediments, construction materials","test_object_en":"Soil, marine sediments, construction materials","methodology":"Wilgotność naturalna","methodology_en":"Natural moisture content","parameters":[{"name":"Water content"}],"parameters_en":[{"name":"Water content"}],"technique":"Metoda suszarkowa","techniques":["Metoda suszarkowa"],"technique_en":"Oven-drying method","computed":[],"computed_en":[],"activity":"Wilgotność naturalna\nWater content\nMetoda suszarkowa","reference":"PN-EN ISO 17892-1:2015-02","norm_bases":["PN-EN ISO 17892-1:2015-02"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, osady morskie, materiały budowlane, Soil, marine sediments, construction materials Wilgotność naturalna\nWater content\nMetoda suszarkowa PN-EN ISO 17892-1:2015-02 Grunty, osady morskie, materialy budowlane, Soil, marine sediments, construction materials Wilgotnosc naturalna\nWater content\nMetoda suszarkowa PN-EN ISO 17892-1:2015-02","categories":["materials","water","construction","environment"],"row_index":18,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil, marine sediments, construction materials Natural moisture content Oven-drying method Water content PN-EN ISO 17892-1:2015-02","methodology_zh":"天然含水率","search_zh":"土体、海洋沉积物、建筑材料 Soil, marine sediments, construction materials 天然含水率 含水量 / Water content PN-EN ISO 17892-1:2015-02","parameters_zh":[{"name":"含水量 / Water content"}],"test_object_zh":"土体、海洋沉积物、建筑材料 Soil, marine sediments, construction materials"},{"_id":"6a5dc9a9f1c10c8ce8259e60","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Granica plastyczności, Plastic limit","methodology_en":"Plastic limit, Plastic limit","parameters":[],"parameters_en":[],"technique":null,"techniques":[],"technique_en":null,"computed":[],"computed_en":[],"activity":"Granica plastyczności, Plastic limit","reference":"PN-EN ISO 17892-12:2018-08 p. 6.4","norm_bases":["PN-EN ISO 17892-12:2018-08 p. 6.4"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Granica plastyczności, Plastic limit PN-EN ISO 17892-12:2018-08 p. 6.4 Grunty, Soil Granica plastycznosci, Plastic limit PN-EN ISO 17892-12:2018-08 p. 6.4","categories":["materials","environment"],"row_index":19,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Plastic limit, Plastic limit PN-EN ISO 17892-12:2018-08 p. 6.4","search_zh":"土体 塑限 / Plastic limit PN-EN ISO 17892-12:2018-08 p. 6.4","test_object_zh":"土体","methodology_zh":"塑限 / Plastic limit"},{"_id":"6a5dc9a9f1c10c8ce8259e61","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Granica płynności","methodology_en":"Liquid limit","parameters":[{"name":"Liquid limit"}],"parameters_en":[{"name":"Liquid limit"}],"technique":"Metoda penetrometru stożkowego","techniques":["Metoda penetrometru stożkowego"],"technique_en":"Cone penetrometer method","computed":[],"computed_en":[],"activity":"Granica płynności\nLiquid limit\nMetoda penetrometru stożkowego","reference":"PN-EN ISO 17892-12:2018-08 p. 6.2","norm_bases":["PN-EN ISO 17892-12:2018-08 p. 6.2"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Granica płynności\nLiquid limit\nMetoda penetrometru stożkowego PN-EN ISO 17892-12:2018-08 p. 6.2 Grunty, Soil Granica plynnosci\nLiquid limit\nMetoda penetrometru stozkowego PN-EN ISO 17892-12:2018-08 p. 6.2","categories":["environment"],"row_index":20,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Liquid limit Cone penetrometer method Liquid limit PN-EN ISO 17892-12:2018-08 p. 6.2","search_zh":"土体 液限 锥式贯入仪法 液限 / Liquid limit PN-EN ISO 17892-12:2018-08 p. 6.2","test_object_zh":"土体","methodology_zh":"液限","technique_zh":"锥式贯入仪法","parameters_zh":[{"name":"液限 / Liquid limit"}]},{"_id":"6a5dc9a9f1c10c8ce8259e62","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Gęstość objętościowa, Bulk density","methodology_en":"Bulk density","parameters":[],"parameters_en":[],"technique":null,"techniques":[],"technique_en":null,"computed":[],"computed_en":[],"activity":"Gęstość objętościowa, Bulk density","reference":"PN-EN ISO 17892-2:2015-02 p. 5.1","norm_bases":["PN-EN ISO 17892-2:2015-02 p. 5.1"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Gęstość objętościowa, Bulk density PN-EN ISO 17892-2:2015-02 p. 5.1 Grunty, Soil Gestosc objetosciowa, Bulk density PN-EN ISO 17892-2:2015-02 p. 5.1","categories":["environment"],"row_index":21,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Bulk density PN-EN ISO 17892-2:2015-02 p. 5.1","search_zh":"土体 PN-EN ISO 17892-2:2015-02 p. 5.1","test_object_zh":"土体"},{"_id":"6a5dc9a9f1c10c8ce8259e63","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Minimalna i maksymalna gęstość objętościowa szkieletu gruntowego","methodology_en":"Minimum and maximum dry density of the soil skeleton","parameters":[],"parameters_en":[],"technique":"Metoda objętościowo-wagowa","techniques":["Metoda objętościowo-wagowa"],"technique_en":"Volumetric-gravimetric method","computed":[],"computed_en":[],"activity":"Minimalna i maksymalna gęstość objętościowa szkieletu gruntowego\nMetoda objętościowo-wagowa","reference":"PN-B-04481:1988 p. 5.2.7","norm_bases":["PN-B-04481:1988 p. 5.2.7"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Minimalna i maksymalna gęstość objętościowa szkieletu gruntowego\nMetoda objętościowo-wagowa PN-B-04481:1988 p. 5.2.7 Grunty, Soil Minimalna i maksymalna gestosc objetosciowa szkieletu gruntowego\nMetoda objetosciowo-wagowa PN-B-04481:1988 p. 5.2.7","categories":["environment"],"row_index":22,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Minimum and maximum dry density of the soil skeleton Volumetric-gravimetric method PN-B-04481:1988 p. 5.2.7","search_zh":"土体 容量-重量法 PN-B-04481:1988 p. 5.2.7","technique_zh":"容量-重量法","test_object_zh":"土体"},{"_id":"6a5dc9a9f1c10c8ce8259e64","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Gęstość właściwa","methodology_en":"Specific density","parameters":[{"name":"Particle density"}],"parameters_en":[{"name":"Particle density"}],"technique":"Metoda piknometru cieczowego","techniques":["Metoda piknometru cieczowego"],"technique_en":"Liquid pycnometer method","computed":[],"computed_en":[],"activity":"Gęstość właściwa\nParticle density\nMetoda piknometru cieczowego","reference":"PN-EN ISO 17892-3:2016-03 p. 5.1","norm_bases":["PN-EN ISO 17892-3:2016-03 p. 5.1"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Gęstość właściwa\nParticle density\nMetoda piknometru cieczowego PN-EN ISO 17892-3:2016-03 p. 5.1 Grunty, Soil Gestosc wlasciwa\nParticle density\nMetoda piknometru cieczowego PN-EN ISO 17892-3:2016-03 p. 5.1","categories":["environment"],"row_index":23,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Specific density Liquid pycnometer method Particle density PN-EN ISO 17892-3:2016-03 p. 5.1","search_zh":"土体 真密度 液体比重瓶法 颗粒密度 / Particle density PN-EN ISO 17892-3:2016-03 p. 5.1","test_object_zh":"土体","methodology_zh":"真密度","parameters_zh":[{"name":"颗粒密度 / Particle density"}],"technique_zh":"液体比重瓶法"},{"_id":"6a5dc9a9f1c10c8ce8259e65","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Gęstość właściwa","methodology_en":"Specific density","parameters":[{"name":"Particle density"}],"parameters_en":[{"name":"Particle density"}],"technique":"Metoda piknometru gazowego","techniques":["Metoda piknometru gazowego"],"technique_en":"Gas pycnometer method","computed":[],"computed_en":[],"activity":"Gęstość właściwa\nParticle density\nMetoda piknometru gazowego","reference":"PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770","norm_bases":["PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Gęstość właściwa\nParticle density\nMetoda piknometru gazowego PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770 Grunty, Soil Gestosc wlasciwa\nParticle density\nMetoda piknometru gazowego PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770","categories":["environment"],"row_index":24,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Specific density Gas pycnometer method Particle density PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770","search_zh":"土体 真密度 气体比重瓶法 颗粒密度 / Particle density PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770","test_object_zh":"土体","methodology_zh":"真密度","parameters_zh":[{"name":"颗粒密度 / Particle density"}],"technique_zh":"气体比重瓶法"},{"_id":"6a5dc9a9f1c10c8ce8259e66","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, osady morskie, Soil, marine sediments","test_object_en":"Soil, marine sediments","methodology":"Skład granulometryczny","methodology_en":"Particle size distribution","parameters":[{"name":"Zakres","range":"(0 – 63,0) mm"},{"name":"Particle size distribution"},{"name":"Range","range":"(0 – 63,0) mm"}],"parameters_en":[{"name":"Range","range":"(0 – 63,0) mm"},{"name":"Particle size distribution"},{"name":"Range","range":"(0 – 63,0) mm"}],"technique":"Metoda sitowa","techniques":["Metoda sitowa"],"technique_en":"Sieve method","computed":[],"computed_en":[],"activity":"Skład granulometryczny\nZakres:\nZakres (0 – 63,0) mm\nParticle size distribution\nRange (0 – 63,0) mm\nMetoda sitowa","reference":"PN-EN ISO 17892-4:2017-01 p. 5.2","norm_bases":["PN-EN ISO 17892-4:2017-01 p. 5.2"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, osady morskie, Soil, marine sediments Skład granulometryczny\nZakres:\nZakres (0 – 63,0) mm\nParticle size distribution\nRange (0 – 63,0) mm\nMetoda sitowa PN-EN ISO 17892-4:2017-01 p. 5.2 Grunty, osady morskie, Soil, marine sediments Sklad granulometryczny\nZakres:\nZakres (0 – 63,0) mm\nParticle size distribution\nRange (0 – 63,0) mm\nMetoda sitowa PN-EN ISO 17892-4:2017-01 p. 5.2","categories":["water","environment"],"row_index":25,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil, marine sediments Particle size distribution Sieve method Range Particle size distribution Range PN-EN ISO 17892-4:2017-01 p. 5.2","parameters_zh":[{"name":"范围","range":"(0 – 63,0) mm"},{"name":"颗粒级配 / Particle size distribution"},{"name":"范围","range":"(0 – 63,0) mm"}],"search_zh":"土体、海洋沉积物 Soil, marine sediments 粒度组成 筛析法 范围 颗粒级配 / Particle size distribution 范围 PN-EN ISO 17892-4:2017-01 p. 5.2","methodology_zh":"粒度组成","technique_zh":"筛析法","test_object_zh":"土体、海洋沉积物 Soil, marine sediments"},{"_id":"6a5dc9a9f1c10c8ce8259e67","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, osady morskie, Soil, marine sediments","test_object_en":"Soil, marine sediments","methodology":"Skład granulometryczny","methodology_en":"Particle size distribution","parameters":[{"name":"Zakres","range":"(0,000 – 0,063) mm"},{"name":"Particle size distribution"},{"name":"Range","range":"(0,000 – 0,063) mm"}],"parameters_en":[{"name":"Range","range":"(0,000 – 0,063) mm"},{"name":"Particle size distribution"},{"name":"Range","range":"(0,000 – 0,063) mm"}],"technique":"Metoda areometryczna","techniques":["Metoda areometryczna"],"technique_en":"Hydrometer method","computed":[],"computed_en":[],"activity":"Skład granulometryczny\nZakres:\nZakres (0,000 – 0,063) mm\nParticle size distribution\nRange (0,000 – 0,063) mm\nMetoda areometryczna","reference":"PN-EN ISO 17892-4:2017-01 p. 5.3","norm_bases":["PN-EN ISO 17892-4:2017-01 p. 5.3"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, osady morskie, Soil, marine sediments Skład granulometryczny\nZakres:\nZakres (0,000 – 0,063) mm\nParticle size distribution\nRange (0,000 – 0,063) mm\nMetoda areometryczna PN-EN ISO 17892-4:2017-01 p. 5.3 Grunty, osady morskie, Soil, marine sediments Sklad granulometryczny\nZakres:\nZakres (0,000 – 0,063) mm\nParticle size distribution\nRange (0,000 – 0,063) mm\nMetoda areometryczna PN-EN ISO 17892-4:2017-01 p. 5.3","categories":["water","environment"],"row_index":26,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil, marine sediments Particle size distribution Hydrometer method Range Particle size distribution Range PN-EN ISO 17892-4:2017-01 p. 5.3","parameters_zh":[{"name":"范围","range":"(0,000 – 0,063) mm"},{"name":"颗粒级配 / Particle size distribution"},{"name":"范围","range":"(0,000 – 0,063) mm"}],"search_zh":"土体、海洋沉积物 Soil, marine sediments 粒度组成 比重计法 范围 颗粒级配 / Particle size distribution 范围 PN-EN ISO 17892-4:2017-01 p. 5.3","methodology_zh":"粒度组成","technique_zh":"比重计法","test_object_zh":"土体、海洋沉积物 Soil, marine sediments"},{"_id":"6a5dc9a9f1c10c8ce8259e68","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, osady morskie, materiały budowlane, Soil, marine sediments, construction materials","test_object_en":"Soil, marine sediments, construction materials","methodology":"Cechy ściśliwości i konsolidacji gruntu","methodology_en":"Compressibility and consolidation characteristics of soil","parameters":[{"name":"Zakres","range":"(0 – 25) MPa"}],"parameters_en":[{"name":"Range","range":"(0 – 25) MPa"}],"technique":"Metoda badania edometrycznego z obciążeniem przyrostowym","techniques":["Metoda badania edometrycznego z obciążeniem przyrostowym"],"technique_en":"Oedometer test method with incremental loading","computed":[],"computed_en":[],"activity":"Cechy ściśliwości i konsolidacji gruntu\nZakres (0 – 25) MPa\nMetoda badania edometrycznego z obciążeniem przyrostowym","reference":"PN-EN ISO 17892-5:2017-06","norm_bases":["PN-EN ISO 17892-5:2017-06"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, osady morskie, materiały budowlane, Soil, marine sediments, construction materials Cechy ściśliwości i konsolidacji gruntu\nZakres (0 – 25) MPa\nMetoda badania edometrycznego z obciążeniem przyrostowym PN-EN ISO 17892-5:2017-06 Grunty, osady morskie, materialy budowlane, Soil, marine sediments, construction materials Cechy scisliwosci i konsolidacji gruntu\nZakres (0 – 25) MPa\nMetoda badania edometrycznego z obciazeniem przyrostowym PN-EN ISO 17892-5:2017-06","categories":["materials","water","construction","environment"],"row_index":27,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil, marine sediments, construction materials Compressibility and consolidation characteristics of soil Oedometer test method with incremental loading Range PN-EN ISO 17892-5:2017-06","parameters_zh":[{"name":"范围","range":"(0 – 25) MPa"}],"search_zh":"土体、海洋沉积物、建筑材料 Soil, marine sediments, construction materials 土的压缩与固结特性 范围 PN-EN ISO 17892-5:2017-06","test_object_zh":"土体、海洋沉积物、建筑材料 Soil, marine sediments, construction materials","methodology_zh":"土的压缩与固结特性"},{"_id":"6a5dc9a9f1c10c8ce8259e69","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, osady morskie, materiały budowlane, Soil, marine sediments, construction materials","test_object_en":"Soil, marine sediments, construction materials","methodology":"Cechy ściśliwości i konsolidacji gruntu","methodology_en":"Compressibility and consolidation characteristics of soil","parameters":[{"name":"Zakres","range":"(0 – 25) MPa"}],"parameters_en":[{"name":"Range","range":"(0 – 25) MPa"}],"technique":"Metoda badania ze stałą prędkością odkształcenia CRS","techniques":["Metoda badania ze stałą prędkością odkształcenia CRS"],"technique_en":"Constant rate of strain test method CRS","computed":[],"computed_en":[],"activity":"Cechy ściśliwości i konsolidacji gruntu\nZakres (0 – 25) MPa\nMetoda badania ze stałą prędkością odkształcenia CRS","reference":"ASTM D 4186/D 4186M-20","norm_bases":["ASTM D 4186/D 4186M-20"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, osady morskie, materiały budowlane, Soil, marine sediments, construction materials Cechy ściśliwości i konsolidacji gruntu\nZakres (0 – 25) MPa\nMetoda badania ze stałą prędkością odkształcenia CRS ASTM D 4186/D 4186M-20 Grunty, osady morskie, materialy budowlane, Soil, marine sediments, construction materials Cechy scisliwosci i konsolidacji gruntu\nZakres (0 – 25) MPa\nMetoda badania ze stala predkoscia odksztalcenia CRS ASTM D 4186/D 4186M-20","categories":["materials","water","construction","environment"],"row_index":28,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil, marine sediments, construction materials Compressibility and consolidation characteristics of soil Constant rate of strain test method CRS Range ASTM D 4186/D 4186M-20","parameters_zh":[{"name":"范围","range":"(0 – 25) MPa"}],"search_zh":"土体、海洋沉积物、建筑材料 Soil, marine sediments, construction materials 土的压缩与固结特性 范围 ASTM D 4186/D 4186M-20","test_object_zh":"土体、海洋沉积物、建筑材料 Soil, marine sediments, construction materials","methodology_zh":"土的压缩与固结特性"},{"_id":"6a5dc9a9f1c10c8ce8259e6a","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Wytrzymałość na ścinanie","methodology_en":"Shear strength","parameters":[],"parameters_en":[],"technique":"Metoda badania trójosiowego ściskania bez konsolidacji i bez drenażu (UU)","techniques":["Metoda badania trójosiowego ściskania bez konsolidacji i bez drenażu (UU)"],"technique_en":"Unconsolidated undrained triaxial compression test method (UU)","computed":[],"computed_en":[],"activity":"Wytrzymałość na ścinanie\nMetoda badania trójosiowego ściskania bez konsolidacji i bez drenażu (UU)","reference":"PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770","norm_bases":["PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Wytrzymałość na ścinanie\nMetoda badania trójosiowego ściskania bez konsolidacji i bez drenażu (UU) PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770 Grunty, Soil Wytrzymalosc na scinanie\nMetoda badania trojosiowego sciskania bez konsolidacji i bez drenazu (UU) PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770","categories":["environment"],"row_index":29,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Shear strength Unconsolidated undrained triaxial compression test method (UU) PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770","search_zh":"土体 抗剪强度 PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770","test_object_zh":"土体","methodology_zh":"抗剪强度"},{"_id":"6a5dc9a9f1c10c8ce8259e6b","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Wytrzymałość na ścinanie","methodology_en":"Shear strength","parameters":[],"parameters_en":[],"technique":"Metoda badania trójosiowego ściskania z konsolidacją na próbkach całkowicie nasyconych wodą (CU i CD)","techniques":["Metoda badania trójosiowego ściskania z konsolidacją na próbkach całkowicie nasyconych wodą (CU i CD)"],"technique_en":"Consolidated triaxial compression test method on fully water-saturated specimens (CU and CD)","computed":[],"computed_en":[],"activity":"Wytrzymałość na ścinanie\nMetoda badania trójosiowego ściskania z konsolidacją na próbkach całkowicie nasyconych wodą (CU i CD)","reference":"PN-EN ISO 17892-9:2018-05","norm_bases":["PN-EN ISO 17892-9:2018-05"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Wytrzymałość na ścinanie\nMetoda badania trójosiowego ściskania z konsolidacją na próbkach całkowicie nasyconych wodą (CU i CD) PN-EN ISO 17892-9:2018-05 Grunty, Soil Wytrzymalosc na scinanie\nMetoda badania trojosiowego sciskania z konsolidacja na probkach calkowicie nasyconych woda (CU i CD) PN-EN ISO 17892-9:2018-05","categories":["environment"],"row_index":30,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Shear strength Consolidated triaxial compression test method on fully water-saturated specimens (CU and CD) PN-EN ISO 17892-9:2018-05","search_zh":"土体 抗剪强度 PN-EN ISO 17892-9:2018-05","test_object_zh":"土体","methodology_zh":"抗剪强度"},{"_id":"6a5dc9a9f1c10c8ce8259e6c","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Wytrzymałość na ścinanie","methodology_en":"Shear strength","parameters":[{"name":"Zakres","range":"(0 - 10) kN"}],"parameters_en":[{"name":"Range","range":"(0 - 10) kN"}],"technique":"Metoda badania w aparacie skrzynkowym","techniques":["Metoda badania w aparacie skrzynkowym"],"technique_en":"Test method in a direct shear box apparatus","computed":[],"computed_en":[],"activity":"Wytrzymałość na ścinanie\nZakres (0 - 10) kN\nMetoda badania w aparacie skrzynkowym","reference":"PN-EN ISO 17892-10:2019-01","norm_bases":["PN-EN ISO 17892-10:2019-01"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Wytrzymałość na ścinanie\nZakres (0 - 10) kN\nMetoda badania w aparacie skrzynkowym PN-EN ISO 17892-10:2019-01 Grunty, Soil Wytrzymalosc na scinanie\nZakres (0 - 10) kN\nMetoda badania w aparacie skrzynkowym PN-EN ISO 17892-10:2019-01","categories":["environment"],"row_index":31,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Shear strength Test method in a direct shear box apparatus Range PN-EN ISO 17892-10:2019-01","parameters_zh":[{"name":"范围","range":"(0 - 10) kN"}],"search_zh":"土体 抗剪强度 范围 PN-EN ISO 17892-10:2019-01","test_object_zh":"土体","methodology_zh":"抗剪强度"},{"_id":"6a5dc9a9f1c10c8ce8259e6d","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Wytrzymałość na ścinanie","methodology_en":"Shear strength","parameters":[{"name":"Zakres","range":"(0 - 1) kN"}],"parameters_en":[{"name":"Range","range":"(0 - 1) kN"}],"technique":"Metoda badania w aparacie pierścieniowym","techniques":["Metoda badania w aparacie pierścieniowym"],"technique_en":"Test method in a ring shear apparatus","computed":[],"computed_en":[],"activity":"Wytrzymałość na ścinanie\nZakres (0 - 1) kN\nMetoda badania w aparacie pierścieniowym","reference":"PN-EN ISO 17892-10:2019-01","norm_bases":["PN-EN ISO 17892-10:2019-01"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Wytrzymałość na ścinanie\nZakres (0 - 1) kN\nMetoda badania w aparacie pierścieniowym PN-EN ISO 17892-10:2019-01 Grunty, Soil Wytrzymalosc na scinanie\nZakres (0 - 1) kN\nMetoda badania w aparacie pierscieniowym PN-EN ISO 17892-10:2019-01","categories":["environment"],"row_index":32,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Shear strength Test method in a ring shear apparatus Range PN-EN ISO 17892-10:2019-01","parameters_zh":[{"name":"范围","range":"(0 - 1) kN"}],"search_zh":"土体 抗剪强度 范围 PN-EN ISO 17892-10:2019-01","test_object_zh":"土体","methodology_zh":"抗剪强度"},{"_id":"6a5dc9a9f1c10c8ce8259e6e","lab_id":"69ad52a3de79e566650fb963","country":"PL","accr_number":"AB 1770","accr_body":"PCA","test_object":"Grunty, Soil","test_object_en":"Soil","methodology":"Badanie w aparacie prostego ścinania","methodology_en":"Test in a simple shear apparatus","parameters":[{"name":"Zakres","range":"(0 – 5092) kPa"}],"parameters_en":[{"name":"Range","range":"(0 – 5092) kPa"}],"technique":"Metoda: monotoniczny sposób zadawania obciążenia poziomego","techniques":["Metoda: monotoniczny sposób zadawania obciążenia poziomego"],"technique_en":"Method: monotonic application of horizontal load","computed":[],"computed_en":[],"activity":"Badanie w aparacie prostego ścinania\nZakres (0 – 5092) kPa\nMetoda: monotoniczny sposób zadawania obciążenia poziomego","reference":"ASTM D 6528-24","norm_bases":["ASTM D 6528-24"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty, Soil Badanie w aparacie prostego ścinania\nZakres (0 – 5092) kPa\nMetoda: monotoniczny sposób zadawania obciążenia poziomego ASTM D 6528-24 Grunty, Soil Badanie w aparacie prostego scinania\nZakres (0 – 5092) kPa\nMetoda: monotoniczny sposob zadawania obciazenia poziomego ASTM D 6528-24","categories":["environment"],"row_index":33,"parse_version":3,"parse_source":"script-pdfplumber","search_en":"Soil Test in a simple shear apparatus Method: monotonic application of horizontal load Range ASTM D 6528-24","parameters_zh":[{"name":"范围","range":"(0 – 5092) kPa"}],"search_zh":"土体 范围 ASTM D 6528-24","test_object_zh":"土体"}],"has_pdf":true}